Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date14 Jan 2025
Closing Soon21 Jan 2025
Tender Amount₹ 58,40,000 
Notes
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Costs

Description

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Documents
Construction work of 3x3 meter span RCC box culvert and access road in km 1 of Kamalpur road from Chitayan Mahigwan road
Construction work of 3x3 meter span RCC box culvert and access road in km 1 of Kamalpur road from Chitayan Mahigwan road
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BOQ Items

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PCC Grade M20 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.

22

7600

167200

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RCC Grade M30 in Super structure Plain/Reinforced cement concrete in Super structure complete as per drawing and Technical Specifications

195

8000

1560000

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

23

72200

1660600

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Drainage Spouts complete as per drawing and Technical specification

8

470

3760

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

40

360

14400

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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

35

3422

119770

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

85

3380

287300

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Dewatering of site during excavation of foundation and concreting work. Including cost of necessary arrangement ie pump and its operational charge

1

62500

62500

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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge.

909

125

113625

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Earth work in embankment Mechanically Comacted to 95% ptoctor dencity in Ordinery soil, excavation to be done of reguler pits notexceeding 0.5mtr. In depth and work in embankment to be in 20cm. Lyer includingramming and dressing pulverization surfacing inculding supply of labour, T&P, Roller and water sprinkler etc.(S.I. No- 253(a)

909

30

27270

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

27

3100

83700

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

14

3550

49700

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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3570

49980

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Brick edging on both side of the road of First class bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge.(SCH Pwd No.- 765)

0.03

74000

1850

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 excluding GST.

212

39

8268

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Providing and applying tack coat with Bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. excluding GST.

212

18

3816

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

212

175

37100

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.

212

60

12720

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1- Cost of Maintenance of Road for Five Years will be paid extra as per conditions. 2- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 2500 per day including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 2500 per day shall be made from contractor’s bill for idle period. Departmental HMP with necessary Road Roller, Tipper and other T&P etc. will be issued free of cost for bituminous work as and where applicable.

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